Excavated Natural Material (ENM) Assessment Pony Club ...
Transcript of Excavated Natural Material (ENM) Assessment Pony Club ...
Cardno (NSW/ACT) Pty Ltd trading as Cardno Geotech Solutions
ABN 95 001 145 035
4/5 Arunga Drive
Beresfield NSW 2322
PO BOX 4224
Edgeworth NSW 2285
Australia
Phone: +61 2 4949 4300
www.cardno.com.au
Introduction
Further to your recent request, Cardno Geotech Solutions (CGS) has undertaken Excavated Natural Material
(ENM) assessment of surplus material understood to have been generated from the earthworks within the
vicinity of the proposed Woolworths development located off Peppertree Road, Medowie.
It is understood, the client is seeking classification of the material for use in the construction of a BMX track
within the shire. Accordingly the excavated material stockpile onsite has be assessed under the “The
Excavated Natural Material (ENM) Order 2014” [1]. It is anticipated that approximately 1600 tonnes of the
surplus material generated from bulk earthworks at Peppertree Road, Medowie is proposed to be
transported offsite and utilised in construction of the BMX track.
The ENM assessment was conducted at the request of Mr Ian Gilkes of Port Stephens Council (the client).
Inspection and Sampling
The proposed ENM material as shown in Photograph 1, was inspected and sampled by a geotechnical
scientist from CGS on 21 August 2015.
The stockpiled material comprised of a red-orange clay material with traces of organic matter, generally
consistent with natural subsurface profiles encountered within the proposed development and Medowie
region. The stockpile contained foreign materials such as pvc pipes, bitumen, plastic and concrete scattered
on the surface and within the surroundings of the stockpile.
Job Reference: CGS2794
File Reference: CGS2794-002.0
Date: 1 September 2015
Port Stephens Council
PO Box 42
Raymond Terrace Road, NSW 2324
Attention: Ian Gilkes
Excavated Natural Material (ENM) Assessment
Pony Club
Richardson Road, Salt Ash
Excavated Natural Material (ENM) Assessment
CGS2794 - Pony Club
Prepared for Port Stephens Council Page 2
Sampling of the proposed ENM material was required at a frequency of five (5) discrete and composite
samples (combination of 5 sub-samples) for a maximum of 2000 tonnes in total of excavated material.
Composite samples were also collected for foreign material assessment. Sampling locations are shown on
the attached drawing CGS2794-002-d1.
Sampling was undertaken using CGS standard sampling protocols with additional precautions taken to avoid
cross contamination. The sampling was conducted directly from hand tools that were cleaned with a
phosphate-free detergent (Decon 90) solution between each sampling event. Samples were placed directly
into suitable jars provided by SGS Australia Pty Ltd with fresh disposable gloves utilised where handling of
samples was required. All samples were stored and transported in accordance with CGS environmental
protocol and dispatched to SGS Australia Pty Ltd within allowable holding times.
Photograph 1 – Stockpiled material (proposed ENM) exhibiting scattered pvc, plastic and bitumen on the surface.
Laboratory Assessment and Results
Subsequent chemical and physical testing has been undertaken at NATA accredited chemical laboratories
for 8 standard heavy metals, Total Petroleum Hydrocarbons (TPH), Polycyclic Aromatic Hydrocarbons
(PAH), Total Chlorinated Hydrocarbons, BTEX, Electrical Conductivity (EC) and pH.
Foreign Material assessment was also conducted (rubber, plastic, bitumen, paper, cloth, paint and wood).
This testing was conducted internally as per RTA Method T276 by our NATA accredited soil and rock testing
laboratory.
Excavated Natural Material (ENM) Assessment
CGS2794 - Pony Club
Prepared for Port Stephens Council Page 3
A summary of the laboratory results are shown in the tables below, with details of analyses contained in the
attached Certificates of Analysis and NATA accredited testing reports.
Table 1 Summary of Laboratory Screening Results of Samples ES001 – ES005
Chemical and other attribute2
LOR1
Sample Number
Average3
ENM Guidelines4
ES001 ES002 ES003 ES004 ES005 Max average concentration
Absolute max concentration
Arsenic 3 3 3 4 <3 <3 3.2 20 40
Cadmium 0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 0.5 1
Chromium 0.3 49 30 37 34 32 36.4 75 150
Copper 0.5 1.1 1.2 2.0 0.9 2 1.4 100 200
Lead 1 12 10 15 9 11 11.4 50 100
Mercury 0.01 0.01 0.01 0.01 0.01 0.02 0.012 0.5 1
Nickel 0.5 3.0 3.1 3.4 2.8 4.3 3.32 30 60
Zinc 0.5 8.9 9.8 11 7 11 9.54 150 300
EC (dS/m) 0.001 0.042 0.068 0.054 0.048 0.052 0.053 1.5 3
pH - 5.3 5.5 5.0 5.3 6.1 5.4 5 to 9 4.5 to 10
PAH 0.8 <0.8 <0.8 <0.8 <0.8 <0.8 <0.8 20 40
TPH (C10-C36) 110 <110 <110 <110 <110 <110 <110 250 500
Benzo(a)pyrene 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.5 1
Benzene 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 NA 0.5
Toluene 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 NA 65
Ethlbenzene 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 NA 25
Xylene 0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 NA 15
Foreign Materials
- 0.2 0.2 0.4 0.4 0.4 0.32 0.05% 0.10%
Notes to Tables
(1) LOR= Limit of reporting
(2) With the exception of pH and EC, all results are reported in mg/kg
(3) Average of samples (for values below the LOR, the limit value is assumed for statistical analysis)
(4) The Excavated Natural Material Order 2014 [2] Guidelines.
Bold - Indicates concentration levels above guidelines
Discussions and Conclusions
Reference to the Newcastle Coalfield 1:100,000 Geological Series Sheet 9231 and part 9131, 9132 and
9232, Edition 1, dated 1995 indicates that the site is situated on the boundary of:
> Quaternary Age alluvial deposits known to comprise gravel, sand, silt and clay; and
> Tomago Coal Measures in the vicinity of the Wallis Creek Formation, which is known to comprise
laminated sandstone, claystone, siltstone, coal and tuff rock types.
The excavated materials are generally consistent with the regional geology expectations of the site.
Review of the above laboratory results, indicates that the concentrations of chemical analytes were below
the average maximum concentrations and absolute maximum concentrations specified by the ENM Order
2014 [1]. Foreign material results indicated minor exceedance (mainly bitumen) of thresholds detailed within
the ENM Order [1].
Excavated Natural Material (ENM) Assessment
CGS2794 - Pony Club
Prepared for Port Stephens Council Page 4
Based on the above laboratory results, inspection and in accordance with the ENM Order 2014 [1], it is
considered that the excavated material can be classified as ENM, following the removal and hand “emu
picking” of foreign materials such as bitumen, concrete and pvc during transit and placement
Where material is exported from site, records should be kept indicating the quantity and location of export.
Should you have any queries please contact the undersigned.
Yours faithfully,
Dimce Stojanovski James Young
Geotechnical Scientist Principal Geotechnical Scientist
For Cardno Geotech Solutions
Attachments:
Drawing CGS2794-002-d1
SGS Certificate of Analysis
References:
[1] NSW EPA, Resource Recovery Order under Part 9, Clause 93 of the Protection of the Environment
Operations (Waste) Regulation 2014 - The Excavated Natural Material Order 2014
PROJECT NAME:
DRAWING TITLE:
SITE LOCATION:
PROJECT NO:
CLIENT:
FILE REF:
DRAWING NO:
CHECKED BY:
DRAWN BY:
OFFICE:
DATE:
NOTES:
Drawing is not to scale
Drawing adapted from Nearmap aerial image, dated 5 July 2014
Approximate sample locations and numbers
Approximate stockpile location
CGS2794
Port Stephens Council
CGS2794-002-d1
1
JJY
DS
4/5 Arunga Dr, Beresfield NSW 2322
27 August 2015
SAMPLE LOCATION PLAN
PONY CLUB – RICHARDSON ROAD, SALT ASH
MATERIAL ASSESSMENT
SITE
ES003
ES004
ES002
ES001 ES005
Bitumen
and gravel
Date Reported
Contact
SGS Alexandria Environmental
Unit 16, 33 Maddox St
Alexandria NSW 2015
Huong Crawford
+61 2 8594 0400
+61 2 8594 0499
5
SGS Reference
Facsimile
Telephone
Address
Manager
Laboratory
CARDNO140915065
CGS2794
61 2 9439 5170
61 2 9496 7700
PO BOX 19
NSW 1590
CARDNO (NSW) PTY LTD
Dimce Stojanovski
Samples
Order Number
Project
Facsimile
Telephone
Address
Client
CLIENT DETAILS LABORATORY DETAILS
27/8/2015
ANALYTICAL REPORT
SE142807 R0
Date Received 25/8/2015
COMMENTS
Accredited for compliance with ISO/IEC 17025. NATA accredited laboratory 2562(4354).
Andy Sutton
Senior Organic Chemist
Dong Liang
Metals/Inorganics Team Leader
Kamrul Ahsan
Senior Chemist
Ly Kim Ha
Organic Section Head
Miliana Colati
Chemist / 2IC Inorganics
SIGNATORIES
Member of the SGS Group
www.sgs.com.auf +61 2 8594 0499t +61 2 8594 0400Australia
Australia
Alexandria NSW 2015
Alexandria NSW 2015
Unit 16 33 Maddox St
PO Box 6432 Bourke Rd BC
Environmental ServicesSGS Australia Pty Ltd
ABN 44 000 964 278
Page 1 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
VOC’s in Soil [AN433/AN434] Tested: 25/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
Benzene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Toluene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Ethylbenzene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
m/p-xylene mg/kg 0.2 <0.2 <0.2 <0.2 <0.2 <0.2
o-xylene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Naphthalene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Total Xylenes* mg/kg 0.3 <0.3 <0.3 <0.3 <0.3 <0.3
Total BTEX* mg/kg 0.6 <0.6 <0.6 <0.6 <0.6 <0.6
UOMPARAMETER LOR
Page 2 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
TRH (Total Recoverable Hydrocarbons) in Soil [AN403] Tested: 25/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
TRH C10-C14 mg/kg 20 <20 <20 <20 <20 <20
TRH C15-C28 mg/kg 45 <45 <45 <45 <45 <45
TRH C29-C36 mg/kg 45 <45 <45 <45 <45 <45
TRH C37-C40 mg/kg 100 <100 <100 <100 <100 <100
TRH >C10-C16 (F2) mg/kg 25 <25 <25 <25 <25 <25
TRH >C10-C16 (F2) - Naphthalene mg/kg 25 <25 <25 <25 <25 <25
TRH >C16-C34 (F3) mg/kg 90 <90 <90 <90 <90 <90
TRH >C34-C40 (F4) mg/kg 120 <120 <120 <120 <120 <120
TRH C10-C36 Total mg/kg 110 <110 <110 <110 <110 <110
TRH C10-C40 Total mg/kg 210 <210 <210 <210 <210 <210
UOMPARAMETER LOR
Page 3 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
PAH (Polynuclear Aromatic Hydrocarbons) in Soil [AN420] Tested: 25/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
Naphthalene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
2-methylnaphthalene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
1-methylnaphthalene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Acenaphthylene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Acenaphthene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Fluorene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Phenanthrene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Anthracene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Fluoranthene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Pyrene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Benzo(a)anthracene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Chrysene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Benzo(b&j&k)fluoranthene mg/kg 0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Benzo(b&j)fluoranthene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Benzo(k)fluoranthene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Benzo(a)pyrene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Indeno(1,2,3-cd)pyrene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Dibenzo(a&h)anthracene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Benzo(ghi)perylene mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1
Carcinogenic PAHs, BaP TEQ <LOR=0* TEQ 0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Carcinogenic PAHs, BaP TEQ <LOR=LOR* TEQ (mg/kg) 0.3 <0.3 <0.3 <0.3 <0.3 <0.3
Carcinogenic PAHs, BaP TEQ <LOR=LOR/2* TEQ (mg/kg) 0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Total PAH mg/kg 0.8 <0.8 <0.8 <0.8 <0.8 <0.8
UOMPARAMETER LOR
Page 4 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
pH in soil (1:5) [AN101] Tested: 26/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
pH pH Units - 5.3 5.5 5.0 5.3 6.1
UOMPARAMETER LOR
Page 5 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
Conductivity and TDS by Calculation - Soil [AN106] Tested: 26/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
Conductivity of Extract (1:5 dry sample basis) µS/cm 1 42 68 54 48 52
UOMPARAMETER LOR
Page 6 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
Total Recoverable Metals in Soil by ICPOES [AN040/AN320] Tested: 25/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
Arsenic, As mg/kg 3 3 3 4 <3 <3
Cadmium, Cd mg/kg 0.3 <0.3 <0.3 <0.3 <0.3 <0.3
Chromium, Cr mg/kg 0.3 49 30 37 34 32
Copper, Cu mg/kg 0.5 1.1 1.2 2.0 0.9 2.0
Lead, Pb mg/kg 1 12 10 15 9 11
Nickel, Ni mg/kg 0.5 3.0 3.1 3.4 2.8 4.3
Zinc, Zn mg/kg 0.5 8.9 9.8 11 7.0 11
UOMPARAMETER LOR
Page 7 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
Mercury in Soil [AN312] Tested: 26/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
Mercury mg/kg 0.01 0.01 0.01 0.01 0.01 0.02
UOMPARAMETER LOR
Page 8 of 1127/08/2015
SE142807 R0ANALYTICAL RESULTS
Moisture Content [AN002] Tested: 25/8/2015
ES001 ES002 ES003 ES004 ES005
SOIL SOIL SOIL SOIL SOIL
- - - - -
21/8/2015 21/8/2015 21/8/2015 21/8/2015 21/8/2015
SE142807.001 SE142807.002 SE142807.003 SE142807.004 SE142807.005
% Moisture %w/w 0.5 2.7 5.7 8.0 6.0 4.8
UOMPARAMETER LOR
Page 9 of 1127/08/2015
SE142807 R0METHOD SUMMARY
METHOD METHODOLOGY SUMMARY
The test is carried out by drying (at either 40°C or 105°C) a known mass of sample in a weighed evaporating
basin. After fully dry the sample is re-weighed. Samples such as sludge and sediment having high percentages of
moisture will take some time in a drying oven for complete removal of water.
AN002
A portion of sample is digested with nitric acid to decompose organic matter and hydrochloric acid to complete the
digestion of metals. The digest is then analysed by ICP OES with metals results reported on the dried sample
basis. Based on USEPA method 200.8 and 6010C.
AN040/AN320
A portion of sample is digested with Nitric acid to decompose organic matter and Hydrochloric acid to complete the
digestion of metals and then filtered for analysis by ASS or ICP as per USEPA Method 200.8.
AN040
Orbital rolling for Organic pollutants are extracted from soil /sediment by transferring an appropriate mass of
sample to a clear soil jar and extracting with 1:1 Dichloromethane/Acetone. Orbital Rolling method is intended for
the extraction of semi-volatile organic compounds from soil /sediment samples, and is based somewhat on USEPA
method 3570 (Micro Organic extraction and sample preparation). Method 3700.
AN088
pH in Soil Sludge Sediment and Water: pH is measured electrometrically using a combination electrode and is
calibrated against 3 buffers purchased commercially. For soils, sediments and sludges, an extract with water (or
0.01M CaCl2) is made at a ratio of 1:5 and the pH determined and reported on the extract. Reference APHA
4500-H+.
AN101
Conductivity and TDS by Calculation: Conductivity is measured by meter with temperature compensation and is
calibrated against a standard solution of potassium chloride. Conductivity is generally reported as µmhos /cm or
µS/cm @ 25°C. For soils, an extract with water is made at a ratio of 1:5 and the EC determined and reported on
the extract, or calculated back to the as-received sample. Salinity can be estimated from conductivity using a
conversion factor, which for natural waters, is in the range 0.55 to 0.75. Reference APHA 2510 B.
AN106
Mercury by Cold Vapour AAS in Soils: After digestion with nitric acid, hydrogen peroxide and hydrochloric acid ,
mercury ions are reduced by stannous chloride reagent in acidic solution to elemental mercury. This mercury
vapour is purged by nitrogen into a cold cell in an atomic absorption spectrometer or mercury analyser .
Quantification is made by comparing absorbances to those of the calibration standards. Reference APHA
3112/3500
AN312
Total Recoverable Hydrocarbons: Determination of Hydrocarbons by gas chromatography after a solvent
extraction. Detection is by flame ionisation detector (FID) that produces an electronic signal in proportion to the
combustible matter passing through it. Total Recoverable Hydrocarbons (TRH) are routinely reported as four
alkane groupings based on the carbon chain length of the compounds: C6-C9, C10-C14, C15-C28 and C29-C36
and in recognition of the NEPM 1999 (2013), >C10-C16 (F2), >C16-C34 (F3) and >C34-C40 (F4). F2 is reported
directly and also corrected by subtracting Naphthalene ( from VOC method AN433) where available.
AN403
Additionally, the volatile C6-C9 fraction may be determined by a purge and trap technique and GC /MS because of
the potential for volatiles loss. Total Petroleum Hydrocarbons (TPH) follows the same method of analysis after
silica gel cleanup of the solvent extract. Aliphatic/Aromatic Speciation follows the same method of analysis after
fractionation of the solvent extract over silica with differential polarity of the eluent solvents .
The GC/FID method is not well suited to the analysis of refined high boiling point materials (ie lubricating oils or
greases) but is particularly suited for measuring diesel, kerosene and petrol if care to control volatility is taken. This
method will detect naturally occurring hydrocarbons, lipids, animal fats, phenols and PAHs if they are present at
sufficient levels, dependent on the use of specific cleanup /fractionation techniques. Reference USEPA 3510B,
8015B.
(SVOCs) including OC, OP, PCB, Herbicides, PAH, Phthalates and Speciated Phenols (etc) in soils, sediments
and waters are determined by GCMS/ECD technique following appropriate solvent extraction process (Based on
USEPA 3500C and 8270D).
AN420
Carcinogenic PAHs may be expressed as Benzo(a)pyrene equivalents by applying the BaP toxicity equivalence
factor (NEPM 1999, June 2013, B7). These can be reported as the individual PAHs and as a sum of carcinogenic
PAHs. The sum is reported three ways, the first assuming all <LOR results are zero, the second assuming all <
LOR results are half the LOR and the third assuming all <LOR results are the LOR.
VOCs and C6-C9/C6-C10 Hydrocarbons by GC-MS P&T: VOC`s are volatile organic compounds. The sample is
presented to a gas chromatograph via a purge and trap (P&T) concentrator and autosampler and is detected with
a Mass Spectrometer (MSD). Solid samples are initially extracted with methanol whilst liquid samples are
processed directly. References: USEPA 5030B, 8020A, 8260.
AN433/AN434/AN410
VOCs and C6-C9 Hydrocarbons by GC-MS P&T: VOC`s are volatile organic compounds. The sample is presented
to a gas chromatograph via a purge and trap (P&T) concentrator and autosampler and is detected with a Mass
Spectrometer (MSD). Solid samples are initially extracted with methanol whilst liquid samples are processed
directly. References: USEPA 5030B, 8020A, 8260.
AN433/AN434
Page 10 of 1127/08/2015
SE142807 R0FOOTNOTES
FOOTNOTES
*
**
^
NATA accreditation does not cover
the performance of this service.
Indicative data, theoretical holding
time exceeded.
Performed by outside laboratory.
-
NVL
IS
LNR
Not analysed.
Not validated.
Insufficient sample for analysis.
Sample listed, but not received.
Samples analysed as received.
Solid samples expressed on a dry weight basis.
Some totals may not appear to add up because the total is rounded after adding up the raw values.
The QC criteria are subject to internal review according to the SGS QAQC plan and may be provided on request or alternatively can be found here:
http://www.sgs.com.au/~/media/Local/Australia/Documents/Technical%20Documents/MP-AU-ENV-QU-022%20QA%20QC%20Plan.pdf
This document is issued, on the Client's behalf, by the Company under its General Conditions of Service available on request and accessible at
http://www.sgs.com/en/Terms-and-Conditions/General-Conditions-of-Services-English.aspx. The Client's attention is drawn to the limitation of
liability, indemnification and jurisdiction issues defined therein.
Any other holder of this document is advised that information contained hereon reflects the Company 's findings at the time of its intervention only
and within the limits of Client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate parties to
a transaction from exercising all their rights and obligations under the transaction documents.
This report must not be reproduced, except in full.
UOM
LOR
↑↓
Unit of Measure.
Limit of Reporting.
Raised/lowered Limit of
Reporting.
Page 11 of 1127/08/2015
Client : Report Number: CGS/2794 - 1 - 1
Address : Report Date : 31/08/2015
Project Name : Order Number :
Project Number : Test Method : RMS T276
Location:
Sample Number : 15689/S/4076 15689/S/4077 15689/S/4078 15689/S/4079
Test Number :
Sampling Method : AS1289.1.2.1 cl 8.4.3 AS1289.1.2.1 cl 8.4.3 AS1289.1.2.1 cl 8.4.3 AS1289.1.2.1 cl 8.4.3
Date Sampled : 21/08/2015 21/08/2015 21/08/2015 21/08/2015
Date Tested : 28/08/2015 28/08/2015 28/08/2015 28/08/2015
Material Type :
Material Source : Stockpile Stockpile Stockpile Stockpile
Lot Number :
Sample Location : ES001 ES002 ES003 ES004
TYPE I Retained (%) : Not Required Not Required Not Required Not Required
TYPE II Retained (%) : Not Required Not Required Not Required Not Required
TYPE III Retained (%) : 0.2 0.2 0.4 0.4
Remarks :
Document Code GSR-FMT-001/1
Pony Club - Richardson Road, Salt Ash
This document is issued in accordance with NATA's
accreditation requirements.
Foreign Material Content Report
APPROVED SIGNATORY
Ian Piper - Principal Technical Officer
15689
Page 1 of 2
NATA Accreditation Number
Type 1 & 2 not required as per the NSW EPA excavated natural material order 2014 - Table 4.
Port Stephens Council
PO Box 42, Raymond Terrace NSW 2324
ENM Assessment
CGS/2794
Client : Report Number: CGS/2794 - 1 - 1
Address : Report Date : 31/08/2015
Project Name : Order Number :
Project Number : Test Method : RMS T276
Location:
Sample Number : 15689/S/4080
Test Number :
Sampling Method : AS1289.1.2.1 cl 8.4.3
Date Sampled : 21/08/2015
Date Tested : 28/08/2015
Material Type :
Material Source : Stockpile
Lot Number :
Sample Location : ES005
TYPE I Retained (%) : Not Required
TYPE II Retained (%) : Not Required
TYPE III Retained (%) : 0.4
Remarks :
Document Code GSR-FMT-001/1
Pony Club - Richardson Road, Salt Ash
This document is issued in accordance with NATA's
accreditation requirements.
Foreign Material Content Report
APPROVED SIGNATORY
Ian Piper - Principal Technical Officer
15689
Page 2 of 2
NATA Accreditation Number
Type 1 & 2 not required as per the NSW EPA excavated natural material order 2014 - Table 4.
Port Stephens Council
PO Box 42, Raymond Terrace NSW 2324
ENM Assessment
CGS/2794